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• <br />• <br />Gettler-Ryan. Inc. <br />Log of Boring MW -2 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />GR PROJECT NO 34640804 <br />SURFACE ELEVATION 42 71f MSL <br />DATE STARTED 01/26/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 1245 <br />DATE FINISHED 01/26/99 <br />WL (ft bgs) 550 DATE 01/26/99 TIME 1430 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 65 Feet <br />DRILLING <br />COMPANY V&W Drilling, Inc <br />GEOLOGIST Barbara Sreminskr <br />* <br />Lu <br />m <br />o <br />WELL DIAGRAM <br />CL <br />LLz <br />Z <br />GEOLOGIC DESCRIPTION <br />F=- <br />Q <br />N <br />g <br />Lu <br />d <br />� <br />a- <br />2 <br />U <br />.. <br />w� <br />0 <br />-.1 <br />a <br />a <br />= <br />o <br />o r <br />a <br />m <br />rn <br />Ln I <br />co <br />in <br />ML/SM <br />SANDY SILT (ML/SM) - dark yellowish brown (10YR <br />4/4), moist, low plasticity 80% silt 40% fine sand <br />Color changes to yellowish brown (IOYR 5/4) SO% <br />silt, 50% fine sand at 3 feet bgs <br />0 <br />MW1-5 5 <br />0 <br />MWI-7 7 <br />SM <br />SILTY SAND (SM) - pale brown (10YR 8/3), damp, <br />70% fine sand, 30% silt <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity, 70% silt, 30% fine sand <br />10 <br />0 <br />MW2-10 <br />av <br />� � <br />U <br />� U <br />W <br />� ` <br />t <br />SM <br />SILTY SAND (SM) - yellowish brown (10YR 5/8), <br />damp 70% fine sand, 30% silt <br />0 <br />MW2-14 <br />�rO <br />SW <br />SAND (SW) - yellowish brown (IOYR 5/4), damp, <br />100% fine to coarse sand <br />0 <br />MW2-18 <br />0 <br />MW2-17 <br />CL -ML <br />SILTY CLAY (CL -ML) - yellowish brown (10YR 5/4), <br />damp, low plasticity, 50% clay, 40% silt, 10% fine <br />sand <br />ML <br />SANDY SILT (ML) - light olive brown (2 5Y 5/8), <br />damp, low plasticity, 80% silt, 30% fine sand, 10% <br />clay <br />20 <br />I — <br />u <br />r <br />J - <br />-I <br />JOB NUMBER 346408 04 <br />Page 1 of 3 <br />